EP0313648B1 - Verfahren zur stickstoffoxydminderung und zur minimierung der herstellung sonstiger schadstoffe - Google Patents

Verfahren zur stickstoffoxydminderung und zur minimierung der herstellung sonstiger schadstoffe Download PDF

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EP0313648B1
EP0313648B1 EP88905072A EP88905072A EP0313648B1 EP 0313648 B1 EP0313648 B1 EP 0313648B1 EP 88905072 A EP88905072 A EP 88905072A EP 88905072 A EP88905072 A EP 88905072A EP 0313648 B1 EP0313648 B1 EP 0313648B1
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effluent
nitrogen oxides
treatment regimen
treatment agent
treatment
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EP0313648A4 (de
EP0313648A1 (de
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William Robert Epperly
John Henry O'leary
James Christopher Sullivan
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Fuel Tech Inc
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Fuel Tech Inc
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D53/00Separation of gases or vapours; Recovering vapours of volatile solvents from gases; Chemical or biological purification of waste gases, e.g. engine exhaust gases, smoke, fumes, flue gases, aerosols
    • B01D53/34Chemical or biological purification of waste gases
    • B01D53/46Removing components of defined structure
    • B01D53/54Nitrogen compounds
    • B01D53/56Nitrogen oxides
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01JCHEMICAL OR PHYSICAL PROCESSES, e.g. CATALYSIS OR COLLOID CHEMISTRY; THEIR RELEVANT APPARATUS
    • B01J2219/00Chemical, physical or physico-chemical processes in general; Their relevant apparatus
    • B01J2219/00049Controlling or regulating processes
    • B01J2219/00051Controlling the temperature
    • B01J2219/00054Controlling or regulating the heat exchange system
    • B01J2219/00056Controlling or regulating the heat exchange system involving measured parameters
    • B01J2219/00058Temperature measurement
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/30Wastewater or sewage treatment systems using renewable energies
    • Y02W10/37Wastewater or sewage treatment systems using renewable energies using solar energy

Definitions

  • the present invention relates to a non-catalytic process for the reduction of nitrogen oxides (NO x ) in the effluent, especially the oxygen-rich effluent, from the combustion of a carbonaceous fuel while minimizing the production of ammonia (NH3) and carbon monoxide (CO).
  • NO x nitrogen oxides
  • NH3 ammonia
  • CO carbon monoxide
  • Carbonaceous fuels can be made to burn more completely, and with reduced emissions of carbon monoxide and unburned hydrocarbons, when the oxygen concentrations and air/fuel ratios employed are those which permit high flame temperatures.
  • temperatures above about 1093°C (2000°F) and typically about 1204°C (2200°F) to about 1649°C (3000°F) are generated.
  • thermal NO x the temperatures being so high that free radicals of oxygen and nitrogen are formed and chemically combine as nitrogen oxides.
  • Nitrogen oxides can form even in circulating fluidized bed boilers which operate at temperatures which typically range from 704°C (1300°F) to 927°C (1700°F).
  • Nitrogen oxides are troublesome pollutants which are found in the combustion effluent streams of boilers when fired as described above, and comprise a major irritant in smog. It is further believed that nitrogen oxides can undergo a process known as photo-chemical smog formation, through a series of reactions in the presence of sunlight and hydrocarbons. Moreover, nitrogen oxides comprise a significant contributor to acid rain.
  • EP-A-306 515 corresponding to a U.S. priority application filed in the names of Epperly, Peter-Hoblyn, Shulof and Sullivan entitled "Multi-Stage Process for Reducing the Concentration of Pollutants in an Effluent" having Serial Number 022,716, filed March 6, 1987, disclose a method of achieving substantial NO x reductions without the production of a major amount of other pollutants through a multiple stage injection process.
  • the present invention meets this need and provides the ability to control NO x in concert with other pollutants in an effluent from the combustion of a carbonaceous fuel under varying as well as constant load conditions in a manner and to a degree never before available.
  • the process comprises
  • an object of the present invention is to achieve significant reductions in nitrogen oxides levels without the production of substantial amounts of ammonia and carbon monoxide by effecting a treatment regimen while monitoring the condition of the effluent and, when a change in effluent condition is observed, adjusting the treatment regimen by varying one or more of the above-mentioned treatment regimen parameters to effect an adjusted treatment regimen which operates on its nitrogen oxides reduction versus effluent temperature curve further to the right than did the originally- effected treatment regimen on its nitrogen oxides reduction versus effluent temperature curve.
  • Another object according to the present invention is to achieve significant reductions in nitrogen oxides levels without the production of substantial amounts of ammonia and carbon monoxide by determining the nitrogen oxides reduction versus effluent temperature curves for each of a plurality of treatment regimen and effecting the treatment regimen which will, under the effluent condition currently existing, operate furthest to the right on its curve than the others.
  • Still another object according to the present invention is to achieve significant reductions in nitrogen oxides levels without the production of substantial amount of ammonia and carbon monoxide by effecting a treatment regimen and adjusting the position of introduction of the treatment regimen to cause the introduction to be performed at a different effluent temperature and thereby effect the treatment regimen to operate more towards the right side of the plateau of its nitrogen oxides reduction versus effluent temperature curve.
  • Yet another object according to the present invention is to achieve significant reductions in nitrogen oxides levels without the production of substantial amounts of ammonia and carbon monoxide by effecting a treatment regimen under conditions effective to reduce the effluent nitrogen oxides concentration and then varying one or more of the above-mentioned treatment regimen parameters to shift the treatment regimen nitrogen oxides reduction versus effluent temperature curve further towards the right side of the curve plateau.
  • Still another object according to the present invention is to achieve significant reductions in nitrogen oxides levels without the production of substantial amounts of ammonia and carbon monoxide by effecting a treatment regimen, determining the position on its nitrogen oxides reduction versus effluent temperature curve at which the treatment regimen is operating and varying one or more of the above-mentioned treatment regimen parameters so that the varied treatment regimen is operating on its nitrogen oxides reduction versus effluent temperature curve further to the right.
  • Another object according to the present invention is to achieve significant reductions in nitrogen oxides levels without the production of substantial amounts of ammonia and carbon monoxide by effecting a treatment regimen and varying one or more of the foregoing regimen parameters to drive the reaction or series of reactions by which the treatment regimen reduces nitrogen oxides towards a reduction of the production of ammonia and carbon monoxide while substantially maintaining the level of nitrogen oxides reductions.
  • Yet another object according to the present invention is to achieve significant reductions in nitrogen oxides levels without the production of substantial amounts of ammonia and carbon monoxide by effecting a treatment regimen while monitoring boiler operating load and varying one or more of the foregoing treatment regimen parameters when a significant change in boiler load is observed to effect an adjusted treatment regimen.
  • Another object according to the present invention is to achieve significant reductions in nitrogen oxides levels without the production of substantial amounts of ammonia and carbon monoxide by effecting a treatment regimen under conditions where the treatment regimen is operating on its nitrogen oxides reduction versus effluent temperature curve at a position to the right of the curve plateau and adjusting one or more of the aforementioned treatment regimen parameters to operate the adjusted treatment regimen towards its curve plateau.
  • Still another object according to the present invention is to ascertain the condition of the effluent by effecting a treatment regimen, measuring the condition of the effluent and, by reference to the nitrogen oxides reduction versus effluent temperature curve, determine what the condition of the effluent was prior to the treatment regimen being effected.
  • nitrogen oxides reduction versus effluent temperature curve refers to a plot of the data points generated when a treatment regimen is effected by introducing a treatment agent into an effluent over a range of effluent temperatures and the nitrogen oxides reduction at each introduction temperature is measured (and usually expressed in terms of percent of baseline);
  • curve plateau refers to that region of a nitrogen oxides reduction versus effluent temperature curve where the NO x reduction is substantially maximized over a range of temperatures and preferably encompasses at least two data points (of course a skilled artisan will recognize that a curve plateau will not necessarily be flat due to "data scatter” and other practical data generation effects);
  • “high temperature side” or “right side” refer to any point on the subject nitrogen oxides reduction versus effluent temperature curve which represents the reduction achieved when a treatment regimen is effected at a higher temperature than the original temperature at which a treatment regimen was effected;
  • treatment regimen refers to the introduction (such as by injection) of
  • Appropriate treatment agents known as being effective at the reduction of nitrogen oxides include aqueous solutions of urea or ammonia, or gaseous ammonia, as disclosed in EP-A-238 654 (which corresponds to a U.S. Patent Application entitled “Reduction of Nitrogen- and Carbon-Based Pollutants Through the Use of Urea Solutions” having Serial No. 784,826, filed in the name of Bowers on October 4, 1985); EP-A-242 394 (which corresponds to a U.S. Patent Application entitled “Reduction of Nitrogen Based Pollutants Through the Use of Urea Solutions Containing Oxygenated Hydrocarbon Solvents" having Serial No. 784,828, filed in the name of Bowers on October 4, 1985); and US-A-3,900,554.
  • treatment agents which comprise other compositions such as hexamethylenetetramine (HMTA), ethylene glycol, furfural, hydrocarbons, sugar, milk or skimmed milk, amino acids, proteins and monoethanolamine are disclosed as being effective at the reduction of nitrogen oxides in an effluent in combination with aqueous solutions of urea or ammonia in several disclosures.
  • HMTA hexamethylenetetramine
  • EP-A-237 568 which corresponds to a U.S. Patent Application entitled “Reduction of Nitrogen-and Carbon-Based Pollutants” having Serial No. 906,671, filed in the name of Bowers on September 6, 1986.
  • Other disclosures which teach the use of such compositions include EP-A-301 085 (which corresponds to a U.S. Patent Application entitled “Process for the Reduction of Nitrogen Oxides in an Effluent” having Serial No. 014,431, filed in the names of Epperly and Sullivan on February 13, 1987); EP-A-305 503 (which corresponds to a U.S.
  • the nitrogen oxides reduction versus effluent temperature curve for a treatment regimen comprises a curve plateau, which, as described above, indicates where the NO x reduction elicited by the treatment regimen is maximized and that such maximum level is substantially maintained over a range of effluent temperatures.
  • An exemplary nitrogen oxides reduction versus effluent temperature curve for a treatment regimen disclosed as being an effective nitrogen oxides reducing treatment regimen is reproduced as Figure 1.
  • Figure 1 is the nitrogen oxides reduction versus effluent temperature curve for a treatment regimen comprising a treatment agent which comprises 10% by weight of urea, 4% by weight of hexamethylenetetramine and 10% by weight of furfural, which is injected into an effluent at the rate of 300 ml/hr. and an excess of oxygen in the effluent of 3.0% by volume.
  • a treatment agent which comprises 10% by weight of urea, 4% by weight of hexamethylenetetramine and 10% by weight of furfural, which is injected into an effluent at the rate of 300 ml/hr. and an excess of oxygen in the effluent of 3.0% by volume.
  • the curve plateau for Figure 1 will be recognized as the nitrogen oxides reduction achieved by effecting the disclosed treatment regimen between effluent temperatures of 832°C (1530°F) and 916°C (1680°F) (the skilled artisan will recognize that due to normal experimental variations, the curve plateau, and indeed the nitrogen oxides reduction versus effluent temperature curve itself, for any given treatment regimen will show minor variations each time it is experimentally derived). This temperature range, it will be observed, provides the maximum nitrogen oxides reduction for this treatment regimen.
  • nitrogen oxides reduction Merely maximizing the nitrogen oxides reduction, though, is not enough. Of concern is not only the nitrogen oxides level in the effluent, but also the level of other pollutants, such as ammonia and carbon monoxide which are often produced in the NO x reducing process. For instance, when NO x reduction is achieved by using treatment agent comprising urea alone, ammonia is produced, whereas when NO x reduction is achieved by use of a treatment agent comprising urea enhanced with a disclosed enhancer, or by use of a hydrocarbon treatment agent, ammonia and carbon monoxide are produced.
  • ammonia in the effluent should be avoided because, among other reasons, it can react with SO3 to form ammonium bisulfate which can foul heat exchange surfaces in a boiler. If the maximization of the nitrogen oxides level brings about the production of significant amounts of other pollutants, then such maximization is counterproductive. As discussed above, the prior art has attempted to rectify this by eliciting only that level of nitrogen oxides reduction as can be achieved without the production of other pollutants.
  • Figure 1 reproduces the nitrogen oxides reduction versus effluent temperature curve for a treatment regimen which is effective at reducing the nitrogen oxides level in an effluent from the combustion of a carbonaceous fuel.
  • Figure 1a reproduces that same nitrogen oxides reduction versus effluent temperature curve and further has superimposed thereon the ammonia and carbon monoxide levels observed a each point on the curve. It can be seen that although NO x reduction is maximized throughout the curve plateau (i.e., injection in the effluent temperature range of about 1530°F. to about 1680°F.), performing the injection further to the right on the curve plateau (i.e., at higher temperatures in the plateau temperature range) leads to substantially reduced production of ammonia and carbon monoxide.
  • Operation further to the right on the curve can be achieved in one of two methods.
  • First, the position on the curve at which the treatment regimen being used is being effected can be translated further to the right by effecting the treatment regimen at a higher effluent temperature. It will readily be observed by reference to Figures 1 and 1a that effecting the treatment regimen at a higher effluent temperature will translate the position of operation on the curve further to the right, thereby reducing the production of ammonia and carbon monoxide while maintaining maximum nitrogen oxides reduction.
  • Effecting the treatment regimen at a higher effluent temperature can be accomplished by performing the treatment agent introduction at a location where the effluent temperature is higher, i.e., at a location upstream (or closer to the flame zone) from the original introduction location.
  • This method for effecting the treatment regimen at a higher effluent temperature can oftimes be impractical because access to the boiler interior is often limited to specific points, due to water tubing, etc. Introduction at a location where the effluent temperature is at a desired level, therefore, is often not possible. Operation at a much higher effluent temperature can translate the position of operation on the curve too far to the right and off the plateau, thereby decreasing NO x reduction.
  • Altering the operating load of the boiler i.e., fuel supply rate
  • altering the boiler operating load is not preferred because the effluent condition is altered in more than the temperature parameter, as will be discussed in more detail below.
  • Nitrogen oxides level, as well as other parameters such as ammonia level and carbon monoxide level are altered along with effluent temperature.
  • the boiler operating load is usually maintained at a certain level to produce a specific, required output and is not available as a factor which can be altered to achieve NO x reduction.
  • the second method for operating further to the right on the curve is to vary one or more of the parameters of the treatment regimen being effected.
  • the varied parameter can be the components of the treatment agent, the dilution of the treatment agent when in solution with a concommitant variation in treatment agent introduction rate to maintain the NSR of the treatment regimen (as discussed above, the NSR refers also to the molar ratio of the treatment agent to the baseline nitrogen oxides level, where appropriate), the relative presence of treatment agent components, or combinations of any of the above.
  • the original nitrogen oxides reduction versus effluent temperature curve is replaced by the nitrogen oxides reduction versus effluent temperature curve for the varied treatment regimen. Selection of the parameter(s) to be varied and in what way they are varied can replace the original curve with a curve which is "shifted" to the left, thereby leading to operation on the shifted curve at a position further to the right.
  • FIG. 2 provides the nitrogen oxides reduction versus effluent temperature curve plateau for three treatment regimens which each comprise introducing a treatment agent into an effluent over a range of effluent temperatures and at an introduction rate of 300 ml/hr. and an excess of oxygen of 3.0% by volume.
  • the treatment agent introduced for the first treatment regimen comprises an agueous solution of 10% urea and 15% furfural;
  • the treatment agent introduced for the second treatment regimen comprises an aqueous solution of 10% urea;
  • the treatment agent introduced for the third treatment regimen comprises an aqueous solution of 10% urea and 15% ethylene glycol.
  • the treatment regimen being effected comprises a treatment agent which is an aqueous solution of 10% urea
  • the effluent temperature at the treatment location is 957°C (1755°F)
  • varying the treatment regimen by varying the treatment agent components by injecting 15% furfural with the 10% urea replaces the original curve with a curve at which introduction at that effluent temperature operates further towards the right side of the curve plateau.
  • the treatment regimen being effected comprises a treatment agent which is an aqueous solution of 10% urea and 15% furfural, and the effluent temperature at the point of introduction is 907°C (1665°F), thereby operating near the midpoint of the treatment regimen nitrogen oxides reduction versus effluent temperature curve plateau, then varying the treatment regimen to vary the treatment agent to replace the 15% furfural with 15% ethylene glycol replaces the original curve with a curve at which introduction at that effluent temperature operates further towards the right side of the curve plateau.
  • the two methods for operating further to the right on the curve plateau disclosed according to the present invention are not mutually exclusive, but can in fact be combined.
  • the effluent temperature can be varied along with one or more treatment regimen parameters.
  • varying one or more treatment regimen parameters serves to produce an adjusted (or new) treatment regimen which will have a different (or shifted) nitrogen oxides reduction versus effluent temperature curve compared to the original treatment regimen.
  • the nitrogen oxides reduction versus effluent temperature curve for a plurality of treatment regimens such as aqueous solutions comprising 10% by weight of urea and varying amounts of ethylene glycol which are introduced into an effluent over a range of effluent temperatures and at an introduction rate of 300 ml/hr and an excess of oxygen of 3.0% by volume, can be plotted.
  • the data which comprises the plots can then be compared to determine which treatment regimen should be effected according to this invention for the effluent condition existing at the injection location.
  • the desired treatment regimen is the regimen which comprises the treatment agent having 10% ethylene glycol, as illustrated in Figure 3e (the 15% ethylene glycol treatment regimen is not desired at 899°C (1650°F) because, although Figure 3e indicates ammonia and carbon monoxide levels are low, NO x reduction is also lower than the maximum, indicating that the 15% ethylene glycol treatment regimen is operating on its nitrogen oxides reduction versus effluent temperature curve to the right and off the curve plateau).
  • the desired treatment regimen is the regimen which comprises the treatment agent having 5% ethylene glycol, as illustrated in Figure 3f, because both the 10% ethylene glycol and 15% ethylene glycol treatment regimens are operating to the right and off their curve plateau.
  • Another advantageous aspect of the present invention is in the situation where an effluent from the combustion of a carbonaceous fuel is required to have no more than a maximum level of ammonia and/or carbon monoxide.
  • the process of this invention can be used to achieve the maximum possible NO x reduction, or a target level of NO x reduction, while maintaining the level of such other pollutants under such maximum level.
  • NSR normalized stoichiometric ratio
  • the NSR is increased until the first of such other pollutants reaches its maximum level. In this way, the highest possible NO x reduction can be achieved while maintaining the effluent in a condition which is below the maximum level for other pollutants.
  • a treatment regimen which comprises an aqueous solution of 10% urea and 15% ethylene glycol introduced into an effluent at an introduction rate of 300 ml/hr. and an excess of oxygen of 3.0% has a nitrogen oxides reauction versus effluent temperature curve which is graphically reproduced as Figure 3c, which graphically reproduces the results of Example IIIc. It will be observed by reference to Figure 3c that this treatment regimen is operating towards the left side of its curve at an effluent temperature of 846°C (1555°F), in the midsection of its curve at an effluent temperature of 885°C (1625°F), and towards the right side of its curve at an effluent temperature of 957°C (1755°F).
  • the NSR can be increased until the nitrogen oxides reduction is sufficient to attain that level of nitrogen oxides, provided that a maximum level of the other pollutants is not surpassed. In this way, if the treatment regimen is operating on the right side of its curve plateau, the target level of NO x is attained while a minimum of the other pollutants are produced.
  • the process of this invention can be used to reduce NO x levels while minimizing the production of other pollutants through "load following.”
  • Load following refers to a process which involves adjusting the treatment regimen which is being effected in response to the operating load at which the boiler is being fired. When the boiler operating load changes, a change in effluent temperature occurs. Such a change in temperature of the effluent, it will be apparent, causes the point of operation on the nitrogen oxides reduction versus effluent temperature curve for the current treatment regimen to be translated either to the left, and hence away from minimization of other pollutants, or to the right, potentially off the curve plateau and onto the right side slope of the curve, and hence away from maximum nitrogen oxides reduction.
  • the nitrogen oxides reduction versus effluent temperature curve is shifted (i.e., replaced with a new nitrogen oxides reduction versus effluent temperature curve) so that operation after the change is once again towards the right side of the curve plateau.
  • a change in boiler operating load leads to more than merely a change in effluent temperature.
  • a change in boiler load produces a change in the effluent with regard to NO x level. This becomes especially important when there is a maximum level of the other pollutants which has to be met or a target level of nitrogen oxides reduction which has to be attained.
  • the change in NO x level can be measured directly or, preferably, can be determined using a load-dependent boiler characterization factor.
  • the characterization factor relates the NO x level and temperature of the effluent at given locations to boiler load, and it is determined experimentally.
  • the treatment regimen being effected at a given location can be adjusted immediately upon change of boiler operating load as measured by fuel supply rate, for example.
  • the treatment regimen feed rate is reduced to achieve the NSR needed to attain target reductions at that load and the treatment agent components are varied as necessary to respond to the temperature change resulting from the change in operating load. If the feed rate of the treatment regimen were not reduced, the NSR would be excessive in view of the lower level of NO x and excessive NH3 and CO would be produced.
  • This characterization factor is dependent on boiler geometry, fuel type and boiler load and can be determined experimentally. Several other parameters such as number of burners in service affect the characterization factor, but those that are mentioned above are most important.
  • the nitrogen oxides level and temperature at a given location can be determined to a sufficient degree of certainty to permit the determination of how the treatment regimen should be adjusted to correct for translation on the nitrogen oxides reduction versus effluent temperature curve which occurs when the operating load is changed and for the change in NSR.
  • the preferred embodiment for maximizing nitrogen oxides reduction and controlling the production of other pollutants is by effecting a first treatment regimen which operates at the effluent temperatures currently existing on the right hand slope, off the curve plateau, of the treatment regimen's nitrogen oxides reduction versus effluent temperature curve.
  • a first treatment regimen which operates at the effluent temperatures currently existing on the right hand slope, off the curve plateau, of the treatment regimen's nitrogen oxides reduction versus effluent temperature curve.
  • Another surprising aspect of this invention is in the use of a treatment regimen as a probe for effluent conditions. If the nitrogen oxides reduction versus effluent temperature curve (or, in fact, the ammonia or carbon monoxide production versus effluent temperature curves) for a treatment regimen is known, the effluent condition after that treatment regimen is effected will provide useful information about the effluent condition downstream from the location the treatment regimen is effected, it can even provide information on boiler operating load. For instance, if the nitrogen oxides level is relatively low, but the level of production of other pollutants is relatively high, then it can be assumed that the treatment regimen is operating on the left side of its curve plateau.
  • the effluent temperature can be determined with a reasonable degree of accuracy and, using the boiler characterization factor described above, the boiler load can be determined. Similarly, if the NO x , ammonia and carbon monoxide levels are all low, it can be assumed that the treatment regimen is operating on the right side slope, off the curve plateau, of its curve. Effluent temperature and boiler operating load can then be determined therefrom. The more intimate familiarity with the treatment regimen's curve, the more accurate the determinations can be.
  • the burner used is a burner having an effluent flue conduit, known as a combustion tunnel, approximately 209 inches in length and having an internal diameter of 8 inches and walls 2 inches thick.
  • the burner has a flame area adjacent the effluent entry port and flue gas monitors adjacent the effluent exit port to measure the concentration of compositions such as nitrogen oxides, sulfur oxides, ammonia, carbon monoxide, carbon dioxide, percent excess oxygen and other compounds of interest which may be present in the effluent.
  • the effluent flue conduit additionally has thermocouple ports for temperature measurement at various locations. The temperature of the effluent into which the treatment agents are injected is measured at the location of injection utilizing a K-type thermocouple.
  • Atomizing injectors described in EP-A-300 028 which corresponds to a U.S. Patent Application entitled "Process an Apparatus for Reducing the Concentration of Pollutants in an Effluent" having Serial Number 009,696, filed in the name of Burton on February 2, 1987 are positioned through ports in the effluent flue conduit in order to introduce and distribute the treatment agents into the effluent stream.
  • the agents are injected into the effluent at a rate of 300 ml/hr.
  • the burner fuel is a Number 2 fuel oil, and the burner is fired at a rate of 4.4 kgs/hr (9.6 lbs/hr) with an excess of oxygen of 3.0% by volume.
  • a baseline nitrogen oxides concentration reading is taken prior to beginning each run to calculate the injection ratio of treatment agent to baseline nitrogen oxides and the NSR, and a final nitrogen oxides reading is taken during and downstream from injection of the treatment agents to calculate the reduction in the nitrogen oxides concentration in the effluent elicited by each of the treatment agents injected. Moreover, an ammonia and carbon monoxide reading is taken during and downstream from injection of the treatment agents to calculate the production of other pollutants.
  • Aqueous solutions comprising 10% by weight of urea, 4% by weight of hexamethylenetetramine, 10% by weight of furfural and 0.1% by weight of a commercially available surfactant are injected into the effluent at the indicated temperatures.
  • Table 1 Temp.°C (°F.) NO x (ppm) Baseline NO x (ppm) Final % Red.
  • Example II The procedure followed is that of Example I except that the boiler is fired at a rate of 4.4 kgs/hr to 5.44 kgs/hr (9.6 lbs/hr to 12.0 lbs/hr) to acheive the effluent temperatures.
  • the treatment agent injected is an aqueous solution which comprises 10% by weight of urea, 15% by weight of furfural, and 0.1% by weight of a commercially available surfactant.
  • the injection temperature, % excess oxygen, NSR, baseline NO x , final NO x and % reduction of NO x for each run is set out in Table 2a and reproduced graphically in Figure 2.
  • Example IIa The procedure of Example IIa is repeated except that the treatment agent which is injected is an aqueous solution comprising 10% by weight of urea and 0.1% by weight of a commercially available surfactant.
  • the results are set out in Table 2b and reproduced graphically in Figure 2.
  • Table 2b Run Temp. °C (°F.) O2% NSR NO x (ppm) % Red.
  • Example IIa The procedure of Example IIa is repeated except that the treatment agent injected is an aqueous solution comprising 10% by weight of urea, 15% by weight of ethylene glycol and 0.1% by weight of a commercially available surfactant.
  • the results are set out in Table 2c and reproduced graphically in Figure 2.
  • Table 2c Run Temp. °C (°F.) O2% NSR NO x (ppm) % Red.
  • Example II The procedure of Example I is followed except that the boiler is fired at a rate of 4.4 kgs/hr to 49.0 kgs/hr (9.6 lbs/hr. to 10.8 lbs/hr).
  • the treatment agent injected comprises an aqueous solutions of 10% by weight of urea, 5% by weight of ethylene glycol and 0.1% by weight of a commercially available surfactant.
  • Table 3a Temp. °C (°F.) NO x (ppm) Baseline NO x (ppm) Final % Red.
  • Example IIIa The procedure of Example IIIa is followed except that the treatment agent injected comprises an aqueous solution of 10% by weight of urea, 10% by weight of ethylene glycol and 0.1% by weight of a commercially available surfactant.
  • the results are set out in Table 3b and reproduced graphically in Figure 3b.
  • Table 3b Temp. °C (°F.) NO x (ppm) Baseline NO x (ppm) Final % Red.
  • Example IIIb The procedure of Example IIIb is followed except that the treatment agent injected comprises an aqueous solution of 10% by weight of urea, 15% by weight of ethylene glycol and 0.1% by weight of a commercially available surfactant.
  • the results are set out in Table 3c and graphically reproduced in Figure 3c.
  • Table 3c Temp. °C (°F.) NO x (ppm) Baseline NO x (ppm) Final % Red.
  • a treatment agent comprising an aqueous solution of 10% by weight of urea, 15% by weight of ethylene glycol and 0.1% by weight of a commercially available surfactant is injected into the effluent combustion tunnel described in Example I at a range of NSRs and the production of ammonia measured.
  • the normalized stoichiometric ratio (NSR) for each injection and the results are set out in Table 4 and graphically reproduced in Figure 4.
  • NSR normalized stoichiometric ratio

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  • Solid Fuels And Fuel-Associated Substances (AREA)

Claims (13)

  1. Nicht-katalytisches Verfahren zur Verminderung der Konzentration von Stickstoffoxiden in einem Abgas aus der Verbrennung eines kohlenstoffhaltigen Brennstoffs unter Minimierung der Bildung von Ammoniak und Kohlenmonoxid, wobei das Verfahren umfaßt:
    (a) die Durchführung eines Behandlungskonzepts, umfassend die Einleitung einer wäßrigen Lösung eines Harnstoff umfassenden chemischen Behandlungsmittels in das Abgas;
    (b) Überwachen des Zustands des Abgases, bis eine Änderung im Zustand des Abgases beobachtet wird; und
    (c) Anpassen des Behandlungskonzepts durch Variieren von mindestens einem der folgenden Parameter
    i. Verdünnung des Behandlungsmittels,
    ii. Bestandteile des Behandlungsmittels,
    iii. relativ enthaltene Mengen an Behandlungsmittelbestandteilen, und
    iv. Ort, an dem die Einleitung des Behandlungsmittels erfolgt,
    zur Durchführung eines angepaßten Behandlungskonzepts, das eine aus dem Auftragen von Werten für die Verminderung an Stickstoffoxiden gegen Temperaturwerte sich ergebende Kurve aufweist, die ein Kurvenplateau, umfaßt,
    wobei das angepaßte Behandlungskonzept auf der rechten Seite des Kurvenplateaus der Verminderung der Stickstoffoxide gegen die Temperatur wirkt.
  2. Verfahren nach Anspruch 1, dadurch gekennzeichnet, daß das Behandlungskonzept im Schritt (a) und, falls erforderlich, die Anpassung des Behandlungskonzepts im Schritt (c) unter Durchführen einer Mehrzahl von Behandlungskonzepten durchgeführt werden, umfassend:
    (a) die Bestimmung durch Messung oder Berechnung der sich aus der Verminderung der Stickstoffoxide gegen die Abgastemperatur ergebenden Kurve für jedes einer Mehrzahl von Behandlungskonzepten,
    (b) Feststellen durch Vergleich, welches Behandlungskonzept, wenn es zur Behandlung eines Abgases mit der an einem Ort für das Einspritzen bestehenden Abgastemperatur durchgeführt wird, an einem auf seinem Kurvenplateau am weitesten rechts gelegenen Punkt wirkt, und
    (c) Durchführen des festgestellten Behandlungskonzepts zur Verminderung der Konzentration der Stickstoffoxide im Abgas, wobei die Bildung von Ammoniak und Kohlendioxid im wesentlichen vermieden wird.
  3. Verfahren nach Anspruch 1, dadurch gekennzeichnet, daß das Behandlungskonzept im Schritt (a) und, falls erforderlich, die Anpassung des Behandlungskonzepts im Schritt (c) bewirkt werden durch Einleiten einer wäßrigen Lösung eines chemischen Behandlungsmittels mit einer bekannten, sich aus der Verminderung der Stickstoffoxide gegen die Abgastemperatur ergebenden und ein Kurvenplateau aufweisenden Kurve in das Abgas zur Verminderung der Konzentration von Stickstoffoxiden im Abgas durch eine Reaktion oder Serie von Reaktionen, die durch das Behandlungsmittel erleichtert werden, und durch Einstellen der Einspritzstelle, wodurch bewirkt wird, daß die Einspritzung bei einer unterschiedlichen Abgastemperatur durchgeführt wird, wobei die Reaktion oder Serie von Reaktionen zur rechten Seite des Plate- aus der sich aus der Verminderung der Stickstoffoxide gegen die Abgastemperatur ergebenden Kurve verschoben wird.
  4. Verfahren nach Anspruch 1, dadurch gekennzeichnet, daß das Behandlungskonzept im Schritt (a) unter
    (a) Einleiten einer wäßrigen Lösung eines chemischen Behandlungsmittels in das Abgas zur Verminderung der Konzentration der Stickstoffoxide im Abgas durch eine Reaktion oder eine Serie von Reaktionen, die durch das Behandlungsmittel erleichtert werden, und
    (b) Variieren von mindestens einem der folgenden Parameter
    i. Verdünnung des Behandlungsmittels,
    ii. Bestandteile des Behandlungsmittels
    iii. Verhältnis der Bestandteile des Behandlungsmittels, und
    iv. Einspritzort
    durchgeführt wird, um die Reaktion oder Serie von Reaktionen in Richtung der Verminderung der Bildung von Ammoniak und Kohlenmonoxid zu verschieben, während das Ausmaß der Verminderung an Stickstoffoxiden im wesentlichen aufrechterhalten wird.
  5. Verfahren nach Anspruch 1, dadurch gekennzeichnet, daß das Behandlungskonzept im Schritt (a) und, falls erforderlich, die Einstellung des Behandlungskonzepts im Schritt (c) wie folgt durchgeführt werden
    (a) Durchführen eines ersten Behandlungskonzepts, umfassend die Einleitung einer wäßrigen Lösung eines chemischen Behandlungsmittels in das Abgas zur Behandlung des Abgases zur Verminderung der Konzentration der Stickstoffoxide im Abgas durch eine Reaktion oder eine Serie von Reaktionen, die durch das erste Behandlungskonzept erleichtert werden,
    (b) Bestimmen der Stelle auf der sich aus der Verminderung der Stickstoffoxide gegen die Abgastemperatur ergebenden Kurve für das Behandlungsmittel, bei der das erste Behandlungskonzept durchgeführt wird,
    (c) Einstellen des ersten Behandlungskonzepts durch Variieren von mindestens einem der folgenden Parameter
    i. Verdünnung des Behandlungsmittels,
    ii. Bestandteile des Behandlungsmittels, und
    iii. Verhältnis der Bestandteile des Behandlungsmittels um ein zweites Behandlungskonzept durchzuführen, und
    (d) Bestimmen der Stelle auf der sich aus der Verminderung der Stickstoffoxide gegen die Abgastemperatur ergebenden Kurve für das zweite Behandlungskonzept, bei der das zweite Behandlungskonzept durchgeführt wird,
    wobei die Stelle, bei der das zweite Behandlungskonzept durchgeführt wird, sich weiter rechts auf der sich aus der Verminderung der Stickstoffoxide gegen die Abgastemperatur ergebenden Kurve befindet, als die Stelle, bei der das erste Behandlungskonzept auf der sich aus der Verminderung der Stickstoffoxide gegen die Abgastemperatur ergebenden Kurve durchgeführt wird.
  6. Verfahren nach einem der Ansprüche 1 bis 5, wobei der überwachte Zustand des Abgases ausgewählt wird aus der Gruppe Betriebslast des Kessels, Abgastemperatur an der Stelle der Einleitung eines Behandlungsmittels, Menge der Stickstoffoxide im Abgas, Menge an Ammoniak im Abgas, Menge an Kohlenmonoxid im Abgas, Menge an überschüssigem Sauerstoff im Abgas, und Kombinationen davon.
  7. Verfahren nach Anspruch 6, wobei der überwachte Abgaszustand die Abgastemperatur ist.
  8. Verfahren nach Anspruch 1, wobei der überwachte Abgaszustand die Betriebslast des Kessels ist.
  9. Verfahren nach einem der Ansprüche 1 bis 8, das zusätzlich die Erhöhung der Einleitungsgeschwindigkeit des Behandlungsmittels zur Erhöhung des normalisierten stöchiometrischen Verhältnisses umfaßt, bis ein vorbestimmtes Höchstmaß an anderen Schadstoffen im wesentlichen erreicht aber nicht überschritten wird.
  10. Verfahren nach einem der Ansprüche 1 bis 9, das zusätzlich die Erhöhung der Einleitungsgeschwindigkeit des Behandlungsmittels zur Erhöhung des normalisierten stöchiometrischen Verhältnisses umfaßt, bis ein vorbestimmter Sollwert an Verminderung von Stickstoffoxiden erreicht wird, mit der Maßgabe, daß ein vorbestimmtes Höchstmaß an anderen Schadstoffen nicht überschritten wird.
  11. Verfahren nach einem der Ansprüche 1 bis 10, wobei das Behandlungsmittel zusätzlich einen oder mehrere Kohlenwasserstoffe umfaßt.
  12. Verfahren nach Anspruch 11, wobei der Kohlenwasserstoff ausgewählt ist aus Stickstoff enthaltenden Kohlenwasserstoffen, oxidierten Kohlenwasserstoffen, Hydroxyaminokohlenwasserstoffen, heterocyclischen Kohlenwasserstoffen und Gemischen davon.
  13. Verfahren nach einem der Ansprüche 1 bis 12, wobei das Behandlungsmittel weiter einen Verstärker umfaßt, ausgewählt aus Furfural, Zucker, Milch, Glycin, Ethylenglykol, Hexamethylentetramin und Gemischen davon.
EP88905072A 1987-05-14 1988-05-04 Verfahren zur stickstoffoxydminderung und zur minimierung der herstellung sonstiger schadstoffe Expired - Lifetime EP0313648B1 (de)

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DK731788A (da) 1989-01-05
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CA1309230C (en) 1992-10-27
DE3852747D1 (de) 1995-02-23
YU92888A (en) 1990-04-30
CN1030193A (zh) 1989-01-11
ES2006659A6 (es) 1989-05-01
WO1988008824A1 (en) 1988-11-17
EP0313648A1 (de) 1989-05-03
MX167771B (es) 1993-04-12
US4780289A (en) 1988-10-25
JP2817929B2 (ja) 1998-10-30
DD274171A5 (de) 1989-12-13
PT87493B (pt) 1992-09-30
AU1807488A (en) 1988-12-06
DK731788D0 (da) 1988-12-30
FI890165A (fi) 1989-01-13
GR880100315A (el) 1989-02-23
PL272425A1 (en) 1989-03-06
HU205586B (en) 1992-05-28
JPH01503372A (ja) 1989-11-16
DE3852747T2 (de) 1995-05-18
FI88464B (fi) 1993-02-15
ATE116950T1 (de) 1995-01-15
FI890165A0 (fi) 1989-01-13
FI88464C (fi) 1993-05-25
NO890147L (no) 1989-01-13
NO890147D0 (no) 1989-01-12
DE313648T1 (de) 1989-08-03
AU594299B2 (en) 1990-03-01

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